HomeMy WebLinkAboutA000.3PLOTTED: June 13, 2017 / SCA / 2600-IN-MONACO-ET01.DWG
A3-ET01
1FB.3English Tudor2 Car Side EntryElevations and Roof PlanIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032102/05/2016PLAN REVISIONS........................
PLAN NAME
SHEET
PRODUCTION MANAGER
DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN ID
GARAGE HANDING
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
(c) Copyright Pulte Home Corporation - 2017
Joel Hampshire3/30/2015
GARAGE LEFT
2600-Monaco
1837.0000
--
06/13/2017
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;7'-11{\H0.750000x;\S1#2;}"
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
JACK ARCH STONE SOLDIER COURSE, PER SPEC
18"x72" SHUTTERS, PER SPEC
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPEC
4" FRIEZE, PER SPEC
STONE SILL, PER SPEC
STONE VENEER, PER SPEC
1214
1214
SCALE:FRONT ELEVATION1/4" = 1'-0"-
1214
1214
12144" TRIM BOARD, PER SPEC
12" TRIM BOARD, PER SPEC
8" RAKE BOARD, PER SPECMETAL ROOF, PER SPEC4" BATTENS @ 22" O.C. O/ HARDIE PANEL (SMOOTH)4" FRIEZE, PER SPEC
8" TRIM BD., PER SPEC
BLACKOUT WINDOW, TYP.
+8.5"
+ 0"
8:12
8:12
\A1;10'-1{\H0.750000x;\S1#8;}"\A1;PLATE HEIGHT\A1;9'-5{\H0.750000x;\S7#8;}"\A1;PLATE HEIGHT
\A1;3'-6"\A1;MIN.
12:12
\A1;3'-1"\A1;2'-1"
\A1;6'-4{\H0.750000x;\S1#4;}"
\A1;3'-0"
\A1;1'-0"
2030 FX2030 FX2030 FX
\A1;1'-5{\H0.750000x;\S1#2;}"\A1;2'-3{\H0.750000x;\S1#2;}"\A1;2'-3{\H0.750000x;\S1#2;}"\A1;1'-5{\H0.750000x;\S1#2;}"
\A1;4'-0"\A1;4'-0"
\A1;2'-1"
FYPON #LV12X24 OR APPROVED EQUAL
FYPON BRACKET #DTLB4X4X4 OR APPROVED EQUAL4" TRIM BOARD, PER SPEC
STONE SILL, PER SPEC
8" FASCIA, PER SPEC1214
+0"
+0"
+8.5"
8" SQUARE COLUMN w/ SITE BUILT 4X BRACKET
4" TRIM BOARD, PER SPECSTONE SILL, PER SPEC
OPT. GUTTER AND DOWNSPOUTS
\pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"3335ROOF AREA:SQ. FT.
\pxi-4,l4,ql,t3;OPT. POT VENTS
14:12
8:12
8:12
SCALE:ROOF PLAN1/8" = 1'-0"-
\A1;24'-0"
\A1;10'-0"
\A1;7'-6"
\pxi-4,l4,ql,t3;POT VENTS
8:12 8:12
8:12
8:12
8:12
8:12
14:12
14:12
14:12 14:12
14:1214:12
14:12
\A1;9'-8"
14:12
SCALE:LEFT ELEVATION1/8" = 1'-0"-
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPECOPT. MASONRY WRAP, PER SPEC
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;7'-11{\H0.750000x;\S1#2;}"
128
STONE VENEER, PER SPEC
4" FRIEZE, PER SPEC
10" FRIEZE, PER SPEC
\A1;3'-6"\A1;MIN.
128
128
128128
128
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" FASCIA, PER SPEC
ROOF SHINGLES, PER SPEC8" FASCIA, PER SPEC
STONE VENEER, PER SPEC
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;7'-11{\H0.750000x;\S1#2;}"
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING\A1;3'-6"\A1;MIN.
128
128128
8" TRIM BOARD, PER SPEC
\A1;2'-6"
STONE SILL, PER SPEC6" TRIM BOARD, PER SPEC
4" BATTENS @ 22" O.C. O/ HARDIE PANEL (SMOOTH)
\A1;2'-1"
4" FRIEZE, PER SPEC
SCALE:REAR ELEVATION1/8" = 1'-0"-
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;7'-11{\H0.750000x;\S1#2;}"
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" FASCIA, PER SPECROOF SHINGLES, PER SPEC
12141214
4"TRIM, PER SPEC
\A1;2'-6"
\A1;11'-1{\H0.750000x;\S1#8;}"\A1;PLATE HEIGHT
ELEVATION ET01
ATTIC VENT SCHEDULE
VENTILATION REQUIRED AND SUPPLIED IS BASED ON POT VENT VALUES AND RIDGE VENT VALUES SHOWN IN TABLE ABOVE
** CONTRACTORS INSTALLING VENTILATION ARE RESPONSIBLE FOR VERIFYING THAT VENTS USED WILL SUPPY VENTILATION TO MEET CODE REQUIREMENTS* SCHEDULE HAS BEEN CALCULATED ASSUMING EAVE VENTILATION AT 50-60% OF TOTAL AND RIDGE AT 40-50% OF TOTAL REQUIRED VENTILATION
ROOF AREA "A"SQ FTG 3335 AT / NEAR RIDGE AT / NEAR EAVE
VENT TYPE
SQ. FT.
REQUIRED
RANGE
SQ. FT.
SUPPLIED
PERCENT
OF TOTAL
SUPPLIED
POT LARGE
(SQ. IN. EACH)
POT SMALL
(SQ. IN. EACH)
RIDGE VENT
(SQ. IN. PER LF)
EAVE VENT
(SQ. IN. EACH)
CONT. VENT
(SQ. IN. PER LF)
61.00 40.00 18.00 28.00 10.00
HIGH - POT
VENTS ONLY 4.45 5.56 5.51 49.47 13 0
AT EAVE 6.67 5.56 5.63 50.53 0 81.00
TOTAL (MIN)11.12 11.12 11.13 100.00
3
HIGH -RIDGE VENT 4.45 5.56 5.52 49.53 3 0 34.00
AT EAVE 6.67 5.56 5.63 50.47 0 81.00
TOTAL (MIN)11.12 11.12 11.15 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
06/29/20
Adam Schriner